EDI 222 cards (x9)
Φ6 advance may not
be present/working
13 Industrial/ Howard
Mast Arm (x4) Internally Illuminated NEMA P44 SE McCain ATCeX NEMA Controller D4
Mast arm 12" (x6)
Pole Mounted 12" (x6)
Pole Mounted 8" (x2)
Countdown (x3)
Blinking hand (x3) All standard LED Cree (x4) 73W None - - All approaches Cards: "Detector
Systems" Model 910A
(x12)
Yes
14 Industrial/ Brittan
Mast Arm (x4) Internally Illuminated 332 SE Intelight 2070L D4 Mast arm 12" (x6)
Pole Mounted 12" (x5)
Pole Mounted 8" (x3)
"METER ON" heads for
downstream on-ramp (x2)
Countdown (x4)
Blinking hand (x4) All standard LED Cree (x4) 73W None - - All approaches Cards:
222 (4x)
222D (2x)
LM602 (1x)
222B (1x)
Yes
16 Industrial/
Commercial
Mast Arm (x4) Static Signs (Not
Illuminated) 332 SE McCain 2070LX D4 (1.5L - 41[IC]) Mast arm 12" (x6) Pole Mounted 12" (x8) Countdown (x8) All APS
LED (x4, Make/ Model
could not be
determined)
100W All approaches
Iteris
Vantage
Next/ Vector
Yes Detector cards (222) in
cabinet, but not active - -
17 Industrial/ Bransten
Mast Arm (x4) Internally Illuminated NEMA P44 SW Naztec 2070N-NEMA Naztec/ Apogie
7/13/06
V: 76.7D (Build 3195)
& Local
Mast arm 12" (x6)
Pole Mounted 12" (x8)
Countdown (x7)
Blinking hand (x1)
PPB post and APS
missing at NW corner;
otherwise all APS
New PPB posts
LED (x4, Make/ Model
could not be
determined)
73W None - - All approaches Cards:
Reno 222 Yes
18 Industrial/ E. San
Carlos
Mast Arm (x4) Static Signs (Not
Illuminated) 332 SW McCain 2070E D4 (Rel 1.5L-3) Mast arm 12" (x6) Pole Mounted 12" (x8) Countdown (x8) All APS LED Leotek M1 (x4) 87W All approaches Iteris
Vantage
Next/ Vector
Yes None None None
19 Industrial @ 301
(PAMF)
Mast Arm (x2, only
Across Industrial) Internally Illuminated 332 NE Naztec 2070 Naztec 12/19/12
V: 76.7D (Build 3195)
& Local
Mast arm 12" (x4)
Pole Mounted 12" (x7)
No lights on SW corner
Countdown (x8) All standard
LED (x3, Make/ Model
could not be
determined)
Wattage label not
present None - -
All approaches
Main phase has stop
bar
Cards:
Diablo 222 Yes
20 Industrial/ Quarry
Mast Arm (x2, only
Across Industrial) Internally Illuminated 332 NW Intelight 2070L D4 (Rel 1.5L-3[IC]) Mast arm 12" (x4) Pole Mounted 12" (x9)
Countdown (x3)
Blinking hand (x3)
No crosswalk across
north leg
All standard
Separate audible
pedestrian signals
LED (x3, Make/ Model
could not be
determined)
73W None - - All approaches Cards:
EDI 222 Yes
21 Holly/ Laurel
Mast Arm (x4) Internally Illuminated NEMA Type M TS2-2 SE McCain 2070-8
2070N1 NEMA
Controller Unit
Program 2033 RV
Mast arm 12" (x4)
Pole mounted 12" (x6)
Pole mounted 8" (x2)
Countdown (x8) All standard
LED (x4, Make/ Model
could not be
determined)
73W None - - All approaches
Cards:
Y/2 200 cards - PPBs
EDI SDLC: Vehicle
Yes
APPENDIX A: FIELD REVIEW TABLE
Pedestrian Push
Buttons
Pedestrian Signal
Heads: Number and
Size, Phase and
Direction
Vehicle Signal Heads:
Number and Size, Phase and
Direction
1: Project North-South Direction is aligned with Industrial Rd 2: Visually observed detection functionality based on status lights from detection card PG&E
Meter No.
Cabinet Controller
Type Corner1
Loops
Vehicle Detection
Model (Hardware) Firmware Version
Number
Intersection Street Name Signage
Mast Arm/ Pole
Mounted Illumination Type
Video
Signal Heads & Pedestrian Push Buttons Safety Lighting
Type Wattage
11.b
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SIC Type (Fiber,
Copper, Wireless) Manufacturer
Number of SIC pairs/
Number of SMFO
Strands
SIC (Copper) Landing
Type
Location of Existing
SIC and Fiber Optic
Splice Kits
Fiber Termination
Panel
Communication
Switch
8 Old County/ Howard
"Dimensions" w/
Batteries
Batteries showing
visible corrosion on
terminals
Copper & Wireless Airlink MP70 Sierra
Wireless 2 pairs (4) terminated Telephone & SIC - 12
position panel - - Actelis ML684 Airlink MP70 Copper/Wireless -Actelis ML684 comm switch present. Back side is connected to telephone termination panel. Grey cable connects
telephone panel to SIC panel. 12-pair copper SIC-
-Observed very long pedestrian wait time
-Wireless modem present
9 Old County/ Brittan
Meyers MP2000E Could not be
determined Fiber Could not be
determined 2 strands terminated - Cabinet Corning 6 position panel
Hirschmann RS30
switch - Fiber
10 Old County/ E. San
Carlos-Ped Could not be
determined (BBS
Cabinet padlocked)
Could not be
determined Not present - - - - - - - -
-2x EVP optical detectors present on Old County approaches -Opticom 762 phase selector present and active
-Bicycle phase for EB bikes (exiting Caltrain station). One of the two signal heads for this movement is misoriented.
11 Old County/ Holly
"Dimensions
Unlimited"
8.6.2021 written on
batteries
Fiber. Copper SIC also
present.
Could not be
determined 2 strands terminated - Cabinet Corning 6 position panel
Hirschmann RS30
switch - Copper/Fiber
-No crosswalk across SW side of Holly
-Observed very long wait times for pedestrians (observed 1+ minute wait)
12 Industrial/ G Street
None, but cabinet is
present - Fiber Corning 2 strands terminated - Lower part of cabinet Corning 6 position panel
Hirschmann RS30
switch - Fiber
-Intersection located at border of Redwood City and San Carlos
-Did not observe advance loops in SB (Industrial) direction -Controller screen indicated "San Mateo Smart Corridor (Rel
1.5L - 3[IC])"
-Could not determine what equipment is San Carlos/
Redwood City
13 Industrial/ Howard
None, but cabinet is
present - Fiber Could not be
determined 2 strands terminated -
Rack
Hirschmann RS30
Communication Switch
Corning 6 position
panel
Hirschmann RS30
switch - Fiber
-Split phase
-Advance detection for major phase (Industrial)
-GPS time clock antenna (PCTEL) present, but not connected. -Controller screen indicated "San Mateo Smart Corridor (Rel
1.5L - 3[IC])"
14 Industrial/ Brittan
None, but cabinet is
present - Fiber Corning Looks like a 12 strand,
2 strands terminated - Lower part of cabinet Corning 6 position panel
Hirschmann RS30
switch - Fiber
-A separate 332 cabinet is present (fiber equipment; appears to be a field hub).
-"Meter On" ped head devices present
-San Mateo Smart Corridor (Rel 1.5L - 3[IC])
-Video monitoring; likely not detection as it goes into another cabinet w/ fiber in it
16 Industrial/
Commercial
None present - Not present - - - - - - - GPS time clock -GPS clock antenna, connected to controller
17 Industrial/ Bransten
None present - Fiber Corning 6 Fiber - Shelf (loose) Corning 6 position panel (I-6 position) - - Fiber
-Controller label says "Industrial/ Howard"
-One mast-arm mounted signal indication (across Industrial) has a green light burned out (NE corner pole, 2nd signal on mast arm)
18 Industrial/ E. San
Carlos
None present - Not present - - - - - - - -
-No as-builts, no timing sheets
-GPS clock antenna does not appear to be connected
19 Industrial @ 301
(PAMF)
None present - Not present - - - - - - - -
-No as-builts, no timing sheets
-2x 762 GTT detectors/ phase selectors. Active/green
-Does not appear to be connected to controller
20 Industrial/ Quarry
None, but cabinet is
present - Fiber Corning 6 fiber - Beneath load switches, mounted
Corning 6 position
panel
Hirschman RS-30
switch - Fiber
-No crosswalk across north leg
-Spare Naztec 2070 controller present
-RPS 120 EEL power unit
21 Holly/ Laurel
Meyers Power
Products MP2000E
Could not be
determined Copper (from ECR) Could not be
determined
-2 pair to controller
-12 pair from ECR - - - - - Copper SIC
-GPS clock antenna appears to be connected
SIC
Manufacturer Name &
Model
Battery Expiration
Date
1: Project North-South Direction is aligned with Industrial Rd 2: Visually observed detection functionality based on status lights from detection card PG&E
Meter No.
Intersection
APPENDIX A: FIELD REVIEW TABLE
NotesWireless Connection
Manufacturer and
Model
Intersection
Connectivity
CommunicationsBattery Backup System
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List Approaches Manufacturer Name
and Model Working?2 List Approaches Manufacturer Name
and Model Working?2
Pedestrian Push
Buttons
Pedestrian Signal
Heads: Number and
Size, Phase and
Direction
Vehicle Signal Heads:
Number and Size, Phase and
Direction
PG&E
Meter No.
Cabinet Controller
Type Corner1
Loops
Vehicle Detection
Model (Hardware) Firmware Version
Number
Intersection Street Name Signage
Mast Arm/ Pole
Mounted Illumination Type
Video
Signal Heads & Pedestrian Push Buttons Safety Lighting
Type Wattage
22 San Carlos/ Laurel
Mast Arm (x4) Internally Illuminated NEMA Type G Pedestal NW 2070-N Naztec 65.0P Local (Build 1589) (Apogee)
Mast arm 12" (x4)
Pole Mounted 8" (x8)
Countdown (x4)
Blinking hand (x4) All standard LED Cree (x4) 73W None - - All approaches Cards:
Sarasota-4 (535T)
Diablo DSP 100-2
Yes
23 San Carlos/ Walnut
Mast Arm (x4)
Internally Illuminated:
All except "Walnut St"
on SE corner (present
but not illuminated)
NEMA M NW 2070N Naztec 65.0P Local (Build
1589)
Mast arm 12" (x4)
Pole Mounted 12" (x2)
Pole Mounted 8" (x6)
Countdown (x8). 1
signal shows
combination of walk
and countdown
All standard LED Cree (x4) 73W None - - All approaches Cards:
Sarasota 535T Yes
24 San Carlos/ Elm
Mast Arm (x4) Internally Illuminated NEMA P44 East/ SE 2070N Naztec
65.0V Build 4224
Master/ Local
(Apogee)
Mast arm 12" (x4)
Pole mounted 12" (x2)
Pole Mounted 8" (x6)
Countdown (x6)
Blinking hand (x1)
Red hand (x1)
All standard LED Cree (x4) 73W None - - All approaches Cards:
Sarasota 535T (x4) Yes
25 Sam Carlos/ Chestnut
Mast Arm (x4)
Internally Illuminated:
"Chestnut St" signs
Not illuminated: "San
Carlos" signs
332 SW Naztec 2070 Naztec - could not
toggle to firmware
Mast arm 12" (x4)
Pole Mounted 12" (x8) Countdown (x8) All standard LED Cree (x4) 73W None - - All approaches
Advance detectors on
San Carlos
Cards:
1x Diablo 222 Card
1x IDC 222 Card
1x Eberle 2-Channel
Card
Yes
26 San Carlos/ Cedar
Mast Arm (x4) Internally Illuminated
Two NEMA Type G,
one pole mounted,
one ground mounted
SW 2070-N Naztec Apogee/ Naztec 65.0P
Local (Build 1589)
Mast arm 12" (x4)
Pole Mounted 8" (x8) Countdown (x8) All standard LED Cree (x4) 73W None - - EB San Carlos
WB San Carlos
NB Cedar
SB Cedar
Cards:
Sarasota 535T Yes
27 San Carlos/ Alameda
Mast Arm (x2) Static Signs (Not
Illuminated) 332 SE McCain 2070E Program 2033 RV
Mast arm 12" (x3)
Pole mounted 12" (x6)
Pole mounted 8" (x2)
Countdown (x4) All APS LED Leotek (x3) 70W None - -
All approaches
Stop bar and advance
detection
Cards:
LMD 622 Yes
28 San Carlos/
Devonshire
None
Static Signs (Not
Illuminated) on Street
Name Sign Post
332 SW McCain 170E Quad
Acia Program 233 SA
Mast arm 12" (x4)
Pole mounted 12" (x3)
Pole mounted 8" (x6)
Countdown (x3)
Blinking hand (x5) All standard
LED (x2, Make/ Model
could not be
determined)
56W None - -
-All approaches
-No stop bar detectors
on San Carlos through
movements, stop bars
present for left turn
lane
Cards:
228B "Detector
Systems" (x3)
Reno 1100SS (x2)
Yes
29 San Carlos/ Club
Mast Arm (x2, Only
Across San Carlos) Internally Illuminated 332 SW Naztec 2070 Naztec/ Apogie
7/13/06
V: 65.0P Local (Build
1589)
Mast arm 12" (x5)
Pole mounted 12" (x6)
Pole mounted 8" (x5)
Countdown (x4)
Blinking hand (x2) All standard
LED (x4, Make/ Model
could not be
determined)
73W None - -
-All stop bar. Did not
observe advance for
San Carlos
Could not be
determined
Could not be
determined
30 Brittan/ Laurel
Mast Arm (x4) Internally Illuminated NEMA P44 SW 2070-N Naztec Apogee/ Naztec 65.0P Local (Build 1589)
Mast arm 12" (x6)
Pole mounted 12" (x4)
Pole mounted 8" (x4)
Countdown (x5)
Blinking hand (x3) All standard LED Cree (x4) 73W None - - All approaches Cards:
"Detector Systems"
Model 910 (x6)
Yes
31 Brittan/ Alameda
None None NEMA P44 SW Naztec 2070N NEMA
Controller Unit
Naztec/ Apogie
7/13/06
V: 65.0P Local (Build
1589)
Mast arm 12" (x4)
Pole Mounted 12" (x8)
Countdown (x4)
Blinking hand (x4) All standard
LED (x3, Make/ Model
could not be
determined)
117W None - - All approaches
8x detector systems
"Digital Loop
Detectors"
Φ1-1 NB LT
Φ2-1 SB
Φ3-1 WB
Φ4-1 EB
33 San Carlos/ Phelps
Mast Arm (x2, Only
Across Phelps)
Static Signs (not
Illuminated) 332 NW McCain 2070E Program 2033 RV Mast arm 12" (x7) Pole Mounted 12" (x9) Countdown (x4) All APS LED Leotek (x3) 70W None - - All approaches Cards:
EDI 222 Yes
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SIC Type (Fiber,
Copper, Wireless) Manufacturer
Number of SIC pairs/
Number of SMFO
Strands
SIC (Copper) Landing
Type
Location of Existing
SIC and Fiber Optic
Splice Kits
Fiber Termination
Panel
Communication
Switch
SIC
Manufacturer Name &
Model
Battery Expiration
Date
PG&E
Meter No.
Intersection
NotesWireless Connection
Manufacturer and
Model
Intersection
Connectivity
CommunicationsBattery Backup System
22 San Carlos/ Laurel
"Dimensions"
Unlimited w/ batteries
DUI-24MII
Could not be
determined - from
2003
Copper Could not be
determined 6 or 12 6-position SIC panel - - - - SIC Copper -"Black Box" SIC is in the battery backup cabinet
-Cabinet included electrical plans by BKF.
23 San Carlos/ Walnut
"Dimensions"
Unlimited, Inc.
Controller only, no
batteries.
- Copper Could not be
determined 6 or 12 6-position SIC panel - - - - SIC copper -"Black Box" communication equipment present
24 San Carlos/ Elm
None, but cabinet is
present - Copper Could not be
determined 12 6-position SIC panel - - - - SIC Copper
-Garmin GPS time clock
-Hayes modem 2400
-WiFi router on NE signal pole?
-Ped push buttons mounted higher than 3'-6"
25 Sam Carlos/ Chestnut
None present - Copper Could not be
determined 12 12-position SIC panel - - - - Copper
-"Black Box" communication equipment present, active
-GPS Clock - Connected to controller
26 San Carlos/ Cedar
None, but cabinet is
present - Copper Could not be
determined 6 6-position panel - - - - Copper
-"Black Box" communicatoin equipment present
27 San Carlos/ Alameda
None present - Not present - - - - - - - -
-3 EVPs present
-Spare Naztec 2070 controller present
-2x Opticom 762 phase selector cards active
-Antenna does not appear to be connected
28 San Carlos/
Devonshire
None, but cabinet is
present - Not present - - - - - - - -
-GPS clock antenna not connected to controller
29 San Carlos/ Club
Cabinet present.
Dimensions DUI-
24M11. 4 batteries,
but not plugged in.
- Not present - - - - - - - -
-GPS clock antenna does not appear to be connected to
controller
30 Brittan/ Laurel
Dimensions DUI-24MII
w/ batteries
Could not be
determined Not present - - - - - - - -
-WiFi/ Modem/ Wireless device on NE corner
-Had TS as-built in cabinet
31 Brittan/ Alameda
Cabinet present,
Dimensions DUI-
24MII. No batteries
- Not present - - - - - - - -
-GPS clock antenna does not appear to be connected to
controller
33 San Carlos/ Phelps
None present - Not present - - - - - - - -
-3 EVPs present
-EVP Opticom detectors present for all approaches
-2x 762 Opticom phase selector cards in cabinet
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28 APPENDIX B - TRAFFIC SIGNAL TECHNICAL
SPECIFICATIONS
11.b
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1 TRAFFIC SIGNAL
TECHNICAL
SPECIFICATIONS
MARCH 1, 2024
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2 Table of Contents
SECTION 344113 – TRAFFIC SIGNAL AND LIGHTING ........................................................................... 4 PART 1 - GENERAL ........................................................................................................................................ 4
1.01 REFERENCES ..................................................................................................................................... 4
1.02 DESCRIPTION .................................................................................................................................... 4
1.03 SALVAGED MATERIALS ................................................................................................................ 4
1.04 REQUIRED SUBMITTALS................................................................................................................ 4 PART 2 – PRODUCTS ..................................................................................................................................... 4
2.01 FOUNDATIONS ................................................................................................................................. 4
2.02 PULL BOXES ...................................................................................................................................... 4
2.03 CONDUIT ............................................................................................................................................ 5
2.04 CONDUCTOR AND CABLES ........................................................................................................... 5
2.05 FIBER OPTIC CABLE SYSTEM ....................................................................................................... 5
2.06 FIBER OPTIC EDGE SWITCH .......................................................................................................... 6
2.07 CONTROLLER ................................................................................................................................... 8
2.08 TRAFFIC SIGNAL CONTROLLER CABINET ................................................................................ 8
2.09 SERVICE ............................................................................................................................................10
2.10 SIGNAL HEAD ..................................................................................................................................10
2.11 PEDESTRIAN SIGNALS ..................................................................................................................10
2.12 SIGNAL STANDARDS AND POLES ..............................................................................................10
2.13 PEDESTRIAN PUSH BUTTON ........................................................................................................11
2.14 DETECTION ......................................................................................................................................11
2.15 LIGHTING..........................................................................................................................................12
2.16 PEDESTRIAN HYBRID BEACON SYSTEM ..................................................................................13
2.17 SPEED FEEDBACK SIGN ................................................................................................................13
2.18 RECTANGULAR RAPID-FLASHING BEACON ............................................................................13 PART 3 – EXECUTION ..................................................................................................................................15
3.01 FOUNDATIONS ................................................................................................................................15
3.02 PULL BOXES .....................................................................................................................................15
3.03 CONDUIT ...........................................................................................................................................15
3.04 CONDUCTOR AND CABLES ..........................................................................................................15
3.05 FIBER OPTIC CABLE SYSTEM ......................................................................................................15
3.06 FIBER OPTIC EDGE SWITCH .........................................................................................................15
3.07 CONTROLLER ..................................................................................................................................15
3.08 TRAFFIC SIGNAL CONTROLLER CABINET ...............................................................................16
3.09 SIGNAL HEAD ..................................................................................................................................16
3.10 PEDESTRIAN SIGNAL .....................................................................................................................16
3.11 SIGNAL STANDARDS AND POLES ..............................................................................................16
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3 3.12 PEDESTRIAN PUSH BUTTON ........................................................................................................16
3.13 DETECTION ......................................................................................................................................16
3.14 LIGHTING..........................................................................................................................................17
3.15 PEDESTRIAN HYBRID BEACON SYSTEM ..................................................................................17
3.16 SPEED FEEDBACK SIGN ................................................................................................................17
3.17 RECTANGULAR RAPID-FLASHING BEACON ............................................................................17
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4 SECTION 344113 – TRAFFIC SIGNAL AND LIGHTING
PART 1 - GENERAL
1.01 REFERENCES
A. Traffic signal and street lighting modifications shall conform to the latest provisions of §86, “Electrical Work” and §87, “Electrical Systems” of the State Standard specifications, City of San Carlos Standards Details, and these Special Provisions:
1.02 DESCRIPTION
A. Traffic signal and street lighting modifications are to be performed at <INSERT Street 1-main street> and <INSERT Street 2-intersecting street> in the City of San Carlos along with civil improvements per the Contract documents. The work to be performed includes, but not limited to, removing and salvaging existing traffic signal and lighting poles and signal equipment, installing new service cabinet and foundation, traffic signal equipment, pull boxes, traffic signal conduit, conductors and cables, traffic signal poles and foundations, as shown on plans.
1.03 SALVAGED MATERIALS
A. Salvaged equipment is to be delivered to the City of San Carlos Corporation Yard at 1000 Branston Road, San Carlos, CA. Contractor may be asked by the City to hold large items that are salvaged.
1.04 REQUIRED SUBMITTALS
A. Contractor shall provide equipment submittals of all traffic signal and lighting equipment for City approval prior to installation.
PART 2 – PRODUCTS
2.01 FOUNDATIONS
A. Foundations for standards, poles, pedestals, and cabinets shall conform to the provisions in §87-1.03E (3), “Concrete Pads, Foundations, and Pedestals” of the State Standard Specifications and these Special Provisions.
2.02 PULL BOXES
A. Pull boxes shall conform to the provisions of State Standard specifications §86-1.02C, “Pull Boxes”.
B. Grout shall be placed in bottom of pull boxes.
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5 C. Covers of pull boxes for City System shall be marked "Traffic Signal" as appropriate. Covers of pull boxes that only contain electrical service wiring shall be marked “Service”. Covers of pull boxes that only contain signal interconnect cable, fiber optic, and/or copper, shall be marked “Interconnect”.
D. Pull boxes shall be a minimum of No. 6E or larger for traffic signal projects unless otherwise noted on the plans or in the Contract Documents. Pull boxes containing splice closures for the interconnect systems shall be a N48 splice vault with 10” extension. N48 vault cover shall be in two sections and be made of polymer concrete. Vault shall have an ANSI/SCTE-77 Tier 22 rating.
2.03 CONDUIT
A. Conduit shall conform to the provisions of State Standard specifications §86-
1.02B, “Conduit and Accessories”.
B. Conduit to be installed underground shall be the rigid steel or rigid non- metallic type, Schedule 40 or 80 HDPE, unless otherwise specified. Schedule 80 HDPE shall be used if conduit is to be installed under roadways or by the directional boring method. Detector termination conduits may be the rigid non-metallic type.
C. The conduit in a foundation, in a structure, under railroad tracks, and between a foundation and the nearest pull box shall be the rigid steel type. For lighting, the conduit run between a foundation and the nearest pull box shall be the rigid metal type.
D. Conduit shall have a solid No. 10 conductor tracer wire installed in all empty conduit and conduit with interconnect cables, as shown on plans. Tracer wire shall be grounded and bonded.
2.04 CONDUCTOR AND CABLES
A. Conductor and cables shall conform to the provisions of State Standard specifications §86-1.02F, “Conductors and Cables”.
B. Splices shall be insulated by "Method B”, or, at the Contractor's option, splices of conductors shall be insulated with heat-shrink tubing of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating.
2.05 FIBER OPTIC CABLE SYSTEM
A. Fiber optic cable system shall conform to the provisions of State Standard specifications §87-19, “Fiber Optic Cable Systems”. Fiber optic cable system components include:
1. Fiber optic cables
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6 2. Fiber optic splice enclosures
3. Fiber distribution units
4. Fiber optic markers
5. Patch cords
6. Fiber optic connectors and couplers
7. Warning tape
B. Cable installed in runs between intersections shall be minimum 144-strand, single mode fiber count, unless otherwise noted on the plans.
C. Cable installed in runs between splice closures and termination equipment shall be minimum 12-strand, single mode fiber count, unless otherwise noted on the plans.
2.06 FIBER OPTIC EDGE SWITCH
A. The edge switch shall be environmentally hardened and intended for industrial applications and shall meet or exceed the NEMA TS2 environmental requirements. The switch must include:
1. A minimum of four (4) 1000BASE, SFP ports (transmit and receive) capable of transmitting Ethernet data at 1000 Mb/s over single-mode fiber, full duplex. Maximum distance for transmission shall be 120km (SFP dependent). Switch shall be provided with four SFP modules.
2. A minimum of eight (8) autosensing 100BASE-TX / 10BASE-T RJ45 ports capable of transmitting Ethernet data at 10 or 100 Mb/s, full duplex.
3. Single-mode fiber connector type shall be SC.
4. 100BASE-TX / 10BASE-T RJ45 ports to be assigned as follows:
i. Port 1 – Traffic Signal Controller
ii. Port 2 – PTZ CCTV Camera
iii. Port 3 – Video Detection
iv. Port 4 – Preemption
v. Port 5 – Accessible Pedestrian Signal
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7 vi. Port 6 – Spare
vii. Port 7 – Spare
viii. Port 8 – Spare
5. Field hardened power supply.
6. Switch ports shall comply with the following standards:
i. IEEE 802.3 10Base-T
ii. IEEE 802.3u 100Base-TX
iii. IEEE 802.3u 100Base-FX
iv. IEEE 802.3ab 1000Base-T
v. IEEE 802.3z 1000Base-SX and 1000Base-LX
vi. IEEE 802.1D Rapid Spanning Tree Protocol
vii. IEEE 802.3af PoE
viii. IEEE 802.1P priority queuing
ix. IEEE 802.Q VLAN and GVRP
x. IEEE 802.3X flow control
xi. IEEE 802.1x Port_based Network Access Control
7. Minimum MTBF of 8 years (Bellcore Method).
8. Operating temperature = -40 to +75 degrees Celsius.
9. Relative humidity = 10% - 90%, non-condensing.
10. IP Multicast Filtering through IGMP Snooping.
11. Support remote reset and remote management.
12. Support remote turn on/off of 10/100 Base-T ports.
13. Inter-VLAN IP (Internet Protocol) routing for full layer 3 routing between VLANs.
14. Non-Blocking.
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8 15. Management Console Port.
2.07 CONTROLLER
A. Traffic Signal Controllers shall be Model 2070L.
B. Controllers shall be compliant with Advanced Transportation Controller (ATC) standards and Caltrans Transportation Electrical Equipment Specification (TEES).
C. The controller shall be equipped with the following modules:
1. 2070-1C CPU Module.
2. 2070-2E Field I/O Module for 332 cabinets.
3. 8x40 Front Panel LCD Display and dual keyboard panel.
4. 2070-41 10A Power Supply Module.
5. 2070-7A Dual Serial Port Card, RS-232.
6. Linux, open architecture operating system.
D. Controller firmware shall be compatible with the C/CAG Smart Corridors KITS transportation management system. Compatible controller firmware includes Fourth Dimension Traffic (D4), Econolite EOS (pending), Intelight MaxTimeLACO 4E, and Caltrans TSCP.
2.08 TRAFFIC SIGNAL CONTROLLER CABINET
A. The controller cabinet shall be a new fully wired Type 332L aluminum cabinet. The cabinet shall conform to State Standard Specifications and Standard Plans, and the latest Caltrans Transportation Electrical Equipment Specification (TEES). The cabinet assembly shall be wired with the following items as well as all auxiliary equipment required to control the system shown in the plans:
1. (2) Corbin Door Locks.
2. (1) Fan Panel/Light Mod Assembly.
3. (1) 16 Position Detector Test Panel.
4. (1) Fiber Optic Termination Panel.
5. (1) PDA#2L w/ Model 206L Power Supply.
6. (1) Output File w/nylon card guides.
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9 7. (2) Input Files.
8. (8) dual-channel detector cards.
9. (1) Auxiliary Output File.
10. (1) Model 2010 Conflict Monitor w/Red Monitoring, EDI.
11. (13) Model 200 Load switches.
12. (2) Model 204 Flashers.
13. (3) Model 242 DC Isolators.
14. (5) Model 430 Flash Transfer Relays.
B. All cabinet wiring shall be incorporated into one schematic drawing. Each cabinet shall be provided with three schematic drawings. Drawings shall indicate the intersection name and phasing. Operational/repair manuals for each component and plug-in shall be provided with each cabinet.
C. Controller cabinet shall be painted gray/green, mural, or to match the pole.
Cabinets painted with mural to be coordinated with the City of San Carlos Department of Parks and Recreation.
D. Each controller assembly shall be tested by an independent testing lab not associated with the cabinet manufacturer. The controller cabinet shall be tested as a complete unit (including all plug-ins provided and the traffic signal controller) under a continuous signal load for a minimum of 72 hours. The MMU supplied shall be programmed per the signal design and operation of the signalized intersection for which the cabinet assembly is designated. Each cabinet assembly shall be delivered with a signed certification by the testing lab with a checklist detailing the results of the test performed on the controller assembly. If the Contractor’s work will affect existing interconnect and communications, the Contractor shall notify the Engineer two (2) working days prior to performing any interconnect work. Upon interrupting any existing interconnect or communications, communications shall be reestablished within three (3) working days. If the contractor fails to reestablish interconnect and communications within three (3) working days, the City at its sole option may perform the necessary work, interim, or permanent at the Contractor’s expense.
E. Each controller assembly shall be dropped off at the City of San Carlos Corporation Yard at 1000 Branston Road for testing and programming, for a
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10 minimum of 14 days. A seven-day advance notice shall be given to the City prior to drop-off.
2.09 SERVICE
A. Service enclosure cabinet shall conform to the provisions of State Standard specifications §86-1.02P(2), “Service Equipment Enclosures” and §86-
1.02Q(4), “Battery Backup System Cabinets”, and Caltrans TEES Chapter 4, “Specifications for Battery Back-Up Systems”.
B. New service cabinet shall be type III-BF with Tesco 27-22BBS, or equal, attached. Continuous welding of exterior seams in service equipment enclosures is not required. Cabinet shall be fabricated from aluminum. The service cabinet and battery backup unit shall be the same color.
C. Service enclosure cabinet assembly shall provide a minimum two hours of full run-time operation, per Caltrans TEES Chapter 4, §4.2.2 Run-Time.
D. Service enclosure cabinet assembly shall include all wiring, circuit breakers, batteries, inverter/charger unit, and accessories/appurtenances for a complete and functioning system.
2.10 SIGNAL HEAD
A. Vehicle and bicycle signal heads shall conform to the provisions of State Standard specifications §86-1.02R, “Signal Heads”.
B. All vehicle signal indications shall be LED. Type SV-l-T mountings with 5 sections and SV-2-TD mountings shall be bolted to the standard through the upper pipe fitting in a manner similar to the terminal compartment.
C. Housings and backplates shall be painted flat black. Mounting struts, elbows, and terminal compartments shall be painted signal green.
2.11 PEDESTRIAN SIGNALS
A. Pedestrian signal heads shall conform with State Standard specifications §86-
1.02S, “Pedestrian Signal Heads”.
B. Housings and backplates shall be painted flat black. Mounting struts, elbows, and terminal compartments shall be painted signal green.
C. Pedestrian signals shall be countdown type showing the remaining flashing don’t walk time.
2.12 SIGNAL STANDARDS AND POLES
A. Traffic signal standards and poles shall conform to the provisions of State Standard specifications §86-1.02J, “Standards, Poles, Pedestals, and Posts”.
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11 2.13 PEDESTRIAN PUSH BUTTON
A. Pedestrian push button shall conform to the provisions of State Standard specifications §86-1.02U, “Push Button Assemblies”.
B. Pedestrian push buttons shall be the APS type and may be 2-wire or 4-wire.
C. Pedestrian push button shall have touchless activation, LED indication, and audible speaker on push button body to indicate activation of push button.
D. Audible messages shall be programmable to automatically adjust to ambient noise levels.
E. Button housing shall be painted yellow.
2.14 DETECTION
A. The video detection system (VDS) shall be Iteris Vantage Next system with Vantage Vector detection sensors.
B. The video detection system shall be a complete functioning system with color cameras, all necessary processors, all necessary video and power cables, mounting brackets, extension hardware, software, programing, lightning and surge protection as recommended by the manufacturer, 17” rack mounted video monitor at each controller cabinet and extension modules capable of processing the number of detection sensors and detection zones as shown on the plans.
C. The VDS will be deployed at locations where site conditions and roadway geometry vary. The VDS system may also be deployed at locations where existing cabinets or equipment exist. Existing site configurations will dictate the availability of cabinet space and VDS usage.
D. Video detection shall utilize two different sensors of different technologies, video imaging and radar, to detect and track vehicles at distances over 600 feet.
E. Video detection zones shall be programmed via an embedded application displayed on a video monitor. The menu shall facilitate placement of detection zones and setting of zone parameters or to configure system parameters. A separate computer shall not be required for programming detection zones or to view system operation. All programming function shall occur on live video images and radar blips, no snapshots or still images are allowed.
F. Video detection shall be at least 98% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (e.g., rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon
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12 site geometry, sensor placement, camera image quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to sensor location or quality.
G. If shown on the plans, loop detection shall conform to the provisions of State Standard specifications §87-1.03V, “Detectors”. Detector loops shall be type A or D, as shown on the plans. Loop wire shall be Type 1. Detector cable shall be Type B.
2.15 LIGHTING
A. Lighting shall conform to the provisions of State Standard specifications §86-
1.02K, “Luminaires” and §87-2, “Lighting Systems”.
B. Light fixtures shall be capable of operating with 120V, 208V or 240V input.
Light fixtures shall be on the State Authorized Materials List. See plans for wattage and lumen output requirements for streetlights.
C. The light fixture shall be dimmable and compatible with smart lighting control systems.
D. Photoelectric Control – Luminaires shall be provided with a 7-pin photoelectric control receptacle compliant with NEMA standard ANSI C136.41-2013 120-277V twist-lock connector. Unit shall be Ripley Tru-Filter model 6390TF-60 Hz or approved equal. Required features include:
1. Contactors shall be the mechanical armature type.
2. Nominal voltage range of 105V to 305V.
3. Infrared filtering silicon phototransistor.
4. Surge protection of 320 Jules MOV at 10,000-amp surge current.
5. Power consumption of 0.5W at 120V.
6. Time delay off (Instant on) of 3 to 5 seconds.
7. Operating lighting levels: turn-on 1.5 fc +/– 0.25, turn-off by 2.25 fc.
8. Temperature rating of 125 °C.
9. Photoelectric control shall conform with State Standard Specifications §86-6.11, “Photoelectric Controls”.
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13 2.16 PEDESTRIAN HYBRID BEACON SYSTEM
A. Pedestrian Hybrid Beacon (PHB) system components shall conform to the provisions of State Standard specifications §87-8, “Pedestrian Hybrid Beacon Systems”.
2.17 SPEED FEEDBACK SIGN
A. Speed feedback sign shall conform to the provisions of State Standard specifications §87-14, “Radar Speed Feedback Sign Systems”.
B. Data made available to the City shall include average vehicle count, total vehicle count, average speed, average number of speed violations, total number of speed violations, minimum and maximum speed, and 85th Percentile speed.
C. Data shall be provided to the City in CSV, Microsoft Excel, or Adobe Acrobat PDF formats.
2.18 RECTANGULAR RAPID-FLASHING BEACON
A. Rectangular Rapid Flashing Beacon (RRFB) assembly work consists of furnishing and installing the following:
1. RRFB Light Bars.
2. RRFB Assembly Pole and Foundation.
3. RRFB Controller and Enclosure.
4. Solar Panel and Battery Enclosure.
5. Pedestrian Push Button.
6. RRFB Assembly Pedestrian Signage.
B. RRFB assembly shall the comply with the latest version of the California Manual on Uniform Traffic Control Devices (MUTCD), in accordance with manufacturers recommendations, and in conformance with designs and details shown on the plans and these special provisions.
C. Rectangular Rapid Flashing Beacon (RRFB) shall comply with FHWA Interim Approval for Optional Use of Pedestrian-Activated Rectangular Rapid- Flashing Beacons at Uncontrolled Marked Crosswalks (IA-21), dated March 21, 2018. The assembly shall be pedestrian push button activated.
D. The RRFB housing shall contain two primary light bars mounted in compliance with MUTCD requirements. The housing shall have side emitting pedestrian confirmation lights. The LEDs used shall be rated for a minimum 15-year life.
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14 The RRFB shall meet SAE J595 class 1 intensity and SAE J578 chromaticity.
E. The RRFB housing shall be made of powder-coated aluminum with a minimum thickness of 0.125” and shall provide a mounting mechanism allowing for directional rotation of the primary light bars toward oncoming traffic at curves and corners.
F. The controller shall auto-adjust RRFB brightness based on ambient light levels and dim during night operations.
G. Flash duration shall be field-configurable to one second increments, programming is responsibility of the contractor.
H. RRFB bars mounted on a pole shall be able to be independently aimed to optimize performance in each direction.
I. RRFB Controller Enclosure (if required by the manufacturer) shall be a NEMA 3R enclosure with a dead front panel and a hasp with a 7/16-inch hole for a padlock. The enclosure shall be powder coated, hot-dip galvanized, or factory- applied rust resistant prime coat and finish coat.
J. RRFB Solar Panel Assemblies shall be rated for a minimum of 300, 20 second activations per day, year-round operations.
K. RRFB Standards And Posts as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86-1.02J, “Standards, Poles, Pedestals and Posts,” of the State Standard Specifications and these Special Provisions. Foundations shall conform to Section 86-2.03, “Foundations”, and Section 87-1.03E (3), “Concrete Pads, Foundations, and Pedestals” of the Standard Specifications.
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15 PART 3 – EXECUTION
3.01 FOUNDATIONS
A. Construction of foundations shall conform to the provisions in §87-1.03E (3), “Concrete Pads, Foundations, and Pedestals” of the State Standard Specifications and these Special Provisions.
3.02 PULL BOXES
A. Pull boxes shall conform to the provisions of State Standard specifications §87-1.03C, “Installation of Pull Boxes”.
B. After conductors have been installed, the ends of conduits terminating in pull boxes, and in service and controller cabinets shall be sealed with an approved type of sealing compound.
3.03 CONDUIT
A. Conduit shall conform to the provisions of State Standard specifications §87-
1.03B, “Conduit Installation”. Conduit installation by trenching method shall conform to the City of San Carlos Standard Detail No. 18.
3.04 CONDUCTOR AND CABLES
A. Conductor and cables shall conform to the provisions of State Standard specifications §87-1.03F, “Conductors and Cables Installations”.
3.05 FIBER OPTIC CABLE SYSTEM
A. Fiber optic cable system installation and testing shall conform to the provisions of State Standard specifications §87-19, “Fiber Optic Cable Systems” and §87- 18, “Interconnection Conduit and Cable”.
3.06 FIBER OPTIC EDGE SWITCH
A. Switch shall be installed in the controller cabinet at each signalized intersection along existing public-agency owned fiber.
B. Prior to installation, the Contractor shall coordinate programming and configuration of each switch with the City.
3.07 CONTROLLER
A. The Contractor shall provide a signal technician, qualified to work on the controller unit and employed by the controller unit manufacturer or approved representative, present at the time the equipment is turned on to provide controller integration support and programming. City technician, or City designated representative, shall be present at the time the equipment is turned on.
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16 B. Contractor shall notify the Engineer two weeks before controller is to be delivered to an independent testing facility and obtain a copy of the timing sheet.
C. New timing shall be input prior to 7-day burn-in testing. Test results shall include a description of the test procedures and summary of findings.
3.08 TRAFFIC SIGNAL CONTROLLER CABINET
A. Cabinet shall conform to the provisions of State Standard specifications §87-
1.03Q, “Cabinets” and Caltrans TEES.
3.09 SIGNAL HEAD
A. Vehicle and bicycle signal heads shall conform to the provisions of State Standard specifications §87-1.03R, “Signal Heads”.
3.10 PEDESTRIAN SIGNAL
A. Pedestrian signal heads shall conform with State Standard specifications §87-
1.03S, “Pedestrian Signal Heads”.
3.11 SIGNAL STANDARDS AND POLES
A. Traffic signal standards and poles shall conform to the provisions of State Standard specifications §87-1.03J, “Standards, Poles, Pedestals, and Posts”.
B. Signal poles shall be painted brown, unless otherwise directed by the City.
3.12 PEDESTRIAN PUSH BUTTON
A. Pedestrian push button shall conform to the provisions of State Standard specifications §87-1.03U, “Push Button Assemblies”.
B. Forms for programming APS verbal announcements shall be provided by the Contractor as part of the materials submittal. Forms will be completed by the City. Contractor shall obtain programming sheets from the Engineer prior to installation, and have the vendor record the audible messages.
C. Contractor shall arrange to have a representative of the manufacturer present on two separate days for button installation. The first day shall be for installation of devices and setting of volume controls. The second day, if required, shall be to adjust volume controls in response to input from adjacent residents.
3.13 DETECTION
A. The contractor shall program and configure the detection zones as shown on the plans. Installation of the VDS shall be by a factory-authorized representative or a minimum IMSA-Level II Certified Traffic Signal Technician.
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17 B. Loop detection shall conform to the provisions of State Standard specifications §87-1.03V, “Detectors”.
1. The Contractor shall test each detector loop as they are installed.
Acceptable testing results for each individual loop pair shall be 124 micro-henries inductance and infinite meg-ohms to ground. Values of the test results for loop inductance shall vary no more than ±5 percent (± 6 micro-henries). No loop wiring is to be connected to a DLC until tested and approved by SVP traffic personnel. Any detector loop that fails to meet acceptable testing results shall be replaced immediately at no additional cost to the City.
2. Contractor shall conduct the tests in the presence of the inspector or shall document the test results in writing. Loops that fail to meet requirements shall be repaired by the contractor at no additional cost to the City.
3.14 LIGHTING
A. The functional test for each lighting system shall consist of not less than 14 days. If unsatisfactory performance of the system develops, the conditions shall be corrected, and the test shall be repeated until the 14 days of continuous, satisfactory operation is obtained.
3.15 PEDESTRIAN HYBRID BEACON SYSTEM
A. Pedestrian Hybrid Beacon (PHB) System shall conform to the provisions of State Standard specifications §87-8, “Pedestrian Hybrid Beacon Systems”.
3.16 SPEED FEEDBACK SIGN
A. Speed feedback sign shall conform to the provisions of State Standard specifications §87-14, “Radar Speed Feedback Sign Systems”.
3.17 RECTANGULAR RAPID-FLASHING BEACON
A. Rectangular rapid-flashing beacon shall conform to the provisions of State Standard specifications §87-7, “Flashing Beacon Systems”.
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29 APPENDIX C – DETAILED COST ESTIMATE
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Project No. Item Quantity Unit Cost Total Cost
(2023)
Capital Cost
(Hardware)
Capital Cost
(Software)
Soft Costs
(Design and
Oversight)
Total Cost
1-1 PROCURE AND INSTALL CONTROLLER WITH KITS COMPATIBLE FIRMWARE FOR INDUSTRIAL/BRANSTEN $ 9,000.00 $ 7,500.00 $ 1,000.00 $ 500.00 $ 9,000.00 PROCURE AND INSTALL KITS COMPATIBLE CONTROLLER 1 $ 7,500.00 $ 7,500.00 KITS COMPATIBLE FIRMWARE 1 $ 1,000.00 $ 1,000.00 CONTROLLER PROGRAMMING 1 $ 500.00 $ 500.00 1-2 PROCURE AND INSTALL 10 TRAFFIC SIGNAL CONTROLLERS WITH KITS COMPATIBLE FIRMWARE $ 506,000.00 $ 75,000.00 $ 10,000.00 $ 5,000.00 $ 90,000.00 PROCURE AND INSTALL KITS COMPATIBLE CONTROLLER 10 $ 7,500.00 $ 75,000.00 KITS COMPATIBLE FIRMWARE 10 $ 1,000.00 $ 10,000.00 CONTROLLER PROGRAMMING 10 $ 500.00 $ 5,000.00 1-4 PROCURE AND INSTALL CONTROLLER BATTERY BACK-UP SYSTEMS $ 208,000.00 $ 160,000.00 $ 48,000.00 $ 208,000.00 UPGRADE EXISTING BATTERY BACK-UP SYSTEM 10 $ 2,000.00 $ 20,000.00 FURNISH AND INSTALL NEW BATTERY BACK-UP SYSTEM 14 $ 10,000.00 $ 140,000.00 DESIGN 1 $ 48,000.00 $ 48,000.00
4-1 UPGRADE 75 PEDESTRIAN HEADS TO COUNTDOWN TIMERS $ 209,625.00 $ 161,300.00 $ - $ 48,400.00 $ 209,700.00 REMOVE AND SALVAGE EXISTING SIGNAL INDICATION 75 $ 200.00 $ 15,000.00 FURNISH AND INSTALL PEDESTRIAN SIGNAL INDICATION (COUNTDOWN) 75 $ 1,200.00 $ 90,000.00 MISC. CABLING 75 $ 750.00 $ 56,250.00
DESIGN 1 $ 48,375.00 $ 48,375.00
4-2 UPGRADE 148 PEDESTRIAN PUSHBUTTONS TO ACCESSIBLE PEDESTRIAN SIGNALS (APS) $ 481,000.00 $ 370,000.00 $ - $ 111,000.00 $ 481,000.00 REMOVE EXISTING PEDESTRIAN PUSH BUTTON ASSEMBLY 148 250.00$ $ 37,000.00 FURNISH AND INSTALL ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY WITH SIGN148 1,500.00$ $ 222,000.00 MISC. CABLING 148 $ 750.00 $ 111,000.00
DESIGN 1 $ 111,000.00 $ 111,000.00
4-3 PILOT BIKE DETECTION AT ONE INTERSECTION $ 89,125.00 $ 68,200.00 $ - $ 21,000.00 $ 89,200.00 FURNISH AND INSTALL BICYCLE DETECTED SIGNAL INDICATOR SYSTEM (2 INDICATORS, CONTROLLER UNIT)1 $ 4,000.00 $ 4,000.00 FURNISH AND INSTALL VIDEO DETECTION SYSTEM PER INTERSECTION 1 $ 40,000.00 $ 40,000.00 FURNISH AND INSTALL 3" CONDUIT 75 $ 125.00 $ 9,375.00 FURNISH AND INSTALL NO. 6E PULLBOX 4 $ 3,500.00 $ 14,000.00 MISC. CABLING 1 $ 750.00 $ 750.00
DESIGN 1 $ 21,000.00 $ 21,000.00
4-4 DEPLOY BIKE DETECTION AT 23 INTERSECTIONS $ 2,051,600.00 $ 1,436,200.00 $ - $ 615,500.00 $ 2,051,700.00 PILOT BIKE DETECTION AT ONE INTERSECTION 23 $ 89,200.00 $ 2,051,600.00 5-1 DEVELOP A FUNDING STRATEGY DOCUMENT $ 25,000.00 $ 25,000.00 $ 25,000.00 RESEARCH 30 $ 250.00 $ 7,500.00
DRAFT 40 $ 250.00 $ 10,000.00
REVIEW + FINAL 30 $ 250.00 $ 7,500.00 5-2 DEVELOP A STAFFING PLAN $ 17,500.00 $ 17,500.00 $ 17,500.00 DRAFT 40 $ 250.00 $ 10,000.00
REVIEW + FINAL 30 $ 250.00 $ 7,500.00 6-1 FORMALIZE MAINTENANCE AND OPERATIONS RESPONSIBILITIES AND BUDGETS $ 32,500.00 $ 32,500.00 $ 32,500.00 DRAFT 100 $ 250.00 $ 25,000.00
REVIEW + FINAL 30 $ 250.00 $ 7,500.00 APPENDIX C: DETAILED COST ESTIMATE
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7-1 CONNECT INDUSTRIAL/COMMERCIAL, INDUSTRIAL/E. SAN CARLOS, AND OLD COUNTY/HOWARD TO EXISTING C/CAG SMART CORRIDOR FIBER TRUNKLINE $ 154,297.00 $ 118,700.00 $ - $ 35,700.00 $ 154,400.00 FURNISH AND INSTALL 3" CONDUIT 270 $ 125.00 $ 33,750.00 FURNISH AND INSTALL 12-STRAND SMFO CABLE 324 $ 10.00 $ 3,240.00 FURNISH AND INSTALL NO. 6E PULLBOX 14 $ 3,500.00 $ 49,000.00 FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT 3 $ 3,200.00 $ 9,600.00 FURNISH AND INSTALL SPLICE CLOSURE 3 $ 2,500.00 $ 7,500.00 FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL AND PATCH CORDS3 $ 1,200.00 $ 3,600.00 MAKE AND TEST FIBER SPLICINGS AND TERMINATIONS 48 $ 250.00 $ 12,000.00 DESIGN 1 $ 35,607.00 $ 35,607.00
7-2 USE EXISTING COPPER INTERCONNECT FOR ETHERNET CONNECTIONS FOR NEAR TERM IMPLEMENTATION $ 65,000.00 $ 50,000.00 $ 15,000.00 $ 65,000.00 HARDWARE 5 $ 10,000.00 $ 50,000.00
DESIGN 1 $ 15,000.00 $ 15,000.00
7-3 REPLACE COPPER INTERCONNECT WITH FIBER AT SIX INTERSECTIONS $ 748,020.00 $ 575,400.00 $ - $ 172,700.00 $ 748,100.00 FURNISH AND INSTALL 3" CONDUIT 2800 $ 125.00 $ 350,000.00 FURNISH AND INSTALL 288-STRAND SMFO CABLE 3360 $ 18.00 $ 60,480.00 FURNISH AND INSTALL 12-STRAND SMFO CABLE 672 $ 10.00 $ 6,720.00 FURNISH AND INSTALL NO. 6E PULLBOX 38 $ 3,500.00 $ 133,000.00 FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT 0 $ 3,200.00 $ - FURNISH AND INSTALL SPLICE CLOSURE 0 $ 2,500.00 $ - FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL AND PATCH CORDS6 $ 1,200.00 $ 7,200.00 MAKE AND TEST FIBER SPLICINGS AND TERMINATIONS 72 $ 250.00 $ 18,000.00 DESIGN 1 $ 172,620.00 $ 172,620.00
8-1 UPDATE SIGNAL TIMING COORDINATION IN 2026 $ 80,000.00 $ - $ - $ 80,000.00 $ 80,000.00 COUNTS 1 $ 15,000.00 $ 15,000.00
SIGNAL TIMING PLAN UPDATES 1 $ 60,000.00 $ 60,000.00 CONTROLLER PROGRAMMING 10 $ 500.00 $ 5,000.00 9-1 INSTALL CELLULAR/WIRELESS COMMUNICATIONS AT THREE, REMOTE INTERSECTIONS. $ 17,550.00 $ 13,500.00 $ - $ 4,100.00 $ 17,600.00 WIRELESS MODEM 3 $ 2,250.00 $ 6,750.00
ANTENNA 3 $ 750.00 $ 2,250.00
MISC. CABLING 3 $ 750.00 $ 2,250.00
START-UP COST 3 $ 750.00 $ 2,250.00
DESIGN 1 $ 4,050.00 $ 4,050.00
9-2 INSTALL CELLULAR/WIRELESS COMMUNICATIONS AT THREE, REMOTE INTERSECTIONS $ 17,550.00 $ 13,500.00 $ - $ 4,100.00 $ 17,600.00 WIRELESS MODEM 3 $ 2,250.00 $ 6,750.00
ANTENNA 3 $ 750.00 $ 2,250.00
MISC. CABLING 3 $ 750.00 $ 2,250.00
START-UP COST 3 $ 750.00 $ 2,250.00
DESIGN 1 $ 4,050.00 $ 4,050.00
9-3 INSTALL FIBER ALONG SAN CARLOS AVE BETWEEN DEVONSHIRE BLVD AND ALAMEDA, AND CONNECT THREE INTERSECTIONS $ 571,155.00 $ 439,400.00 $ - $ 131,900.00 $ 571,300.00 FURNISH AND INSTALL 3" CONDUIT 2250 $ 125.00 $ 281,250.00 FURNISH AND INSTALL 288-STRAND SMFO CABLE 1800 $ 18.00 $ 32,400.00 FURNISH AND INSTALL 12-STRAND SMFO CABLE 900 $ 10.00 $ 9,000.00 FURNISH AND INSTALL NO. 6E PULLBOX 24 $ 3,500.00 $ 84,000.00 FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT 3 $ 3,200.00 $ 9,600.00 FURNISH AND INSTALL SPLICE CLOSURE 3 $ 2,500.00 $ 7,500.00 FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL AND PATCH CORDS3 $ 1,200.00 $ 3,600.00 MAKE AND TEST FIBER SPLICINGS AND TERMINATIONS 48 $ 250.00 $ 12,000.00 DESIGN 1 $ 131,805.00 $ 131,805.00
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9-4 CONNECT BRITTAN/LAUREL TO FIBER TRUNKLINE ALONG EL CAMINO REAL $ 233,610.00 $ 179,700.00 $ - $ 54,000.00 $ 233,700.00 FURNISH AND INSTALL 3" CONDUIT 900 $ 125.00 $ 112,500.00 FURNISH AND INSTALL 288-STRAND SMFO CABLE 0 $ 18.00 $ - FURNISH AND INSTALL 12-STRAND SMFO CABLE 1080 $ 10.00 $ 10,800.00 FURNISH AND INSTALL NO. 6E PULLBOX 13 $ 3,500.00 $ 45,500.00 FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT 1 $ 3,200.00 $ 3,200.00 FURNISH AND INSTALL SPLICE CLOSURE 1 $ 2,500.00 $ 2,500.00 FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL AND PATCH CORDS1 $ 1,200.00 $ 1,200.00 MAKE AND TEST FIBER SPLICINGS AND TERMINATIONS 16 $ 250.00 $ 4,000.00 DESIGN 1 $ 53,910.00 $ 53,910.00
9-5 CONNECT OLD COUNTY/E. SAN CARLOS TO FIBER ALONG HOLLY $ 291,590.00 $ 224,300.00 $ - $ 67,300.00 $ 291,600.00 FURNISH AND INSTALL 3" CONDUIT 1200 $ 125.00 $ 150,000.00 FURNISH AND INSTALL 288-STRAND SMFO CABLE 0 $ 18.00 $ - FURNISH AND INSTALL 12-STRAND SMFO CABLE 1440 $ 10.00 $ 14,400.00 FURNISH AND INSTALL NO. 6E PULLBOX 14 $ 3,500.00 $ 49,000.00 FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT 1 $ 3,200.00 $ 3,200.00 FURNISH AND INSTALL SPLICE CLOSURE 1 $ 2,500.00 $ 2,500.00 FURNISH AND INSTALL 12-PORT FIBER TERMINATION PANEL AND PATCH CORDS1 $ 1,200.00 $ 1,200.00 MAKE AND TEST FIBER SPLICINGS AND TERMINATIONS 16 $ 250.00 $ 4,000.00 DESIGN 1 $ 67,290.00 $ 67,290.00
9-6 INTEGRATE INDUSTRIAL/COMMERCIAL AND INDUSTRIAL/E. SAN CARLOS INTO KITS $ 3,000.00 $ 3,000.00 $ 3,000.00 INTEGRATE INTERSECTION INTO KITS 2 $ 1,500.00 $ 3,000.00 9-7 INTEGRATE HOLLY/LAUREL INTO KITS $ 1,500.00 $ 1,500.00 $ 1,500.00 INTEGRATE INTERSECTION INTO KITS 1 $ 1,500.00 $ 1,500.00 9-8 INTEGRATE FIVE INTERSECTIONS INTO KITS $ 7,500.00 $ 7,500.00 $ 7,500.00 INTEGRATE INTERSECTION INTO KITS 5 $ 1,500.00 $ 7,500.00 9-9 INTEGRATE THREE INTERSECTIONS INTO KITS $ 4,500.00 $ 4,500.00 $ 4,500.00 INTEGRATE INTERSECTION INTO KITS 3 $ 1,500.00 $ 4,500.00 9-10 INTEGRATE FIVE INTERSECTIONS INTO KITS (AS THEY COME ONLINE) $ 7,500.00 $ 7,500.00 $ 7,500.00 INTEGRATION INTO KITS 5 $ 1,500.00 $ 7,500.00 10-1 ESTABLISH A TRAFFIC OPERATORS CENTER $ 105,000.00 $ 70,000.00 $ 30,000.00 $ 100,000.00 PLANNING AND CONSTRUCTION 1 $ 70,000.00 $ 70,000.00 DESIGN 1 $ 30,000.00 $ 30,000.00
10-2 PROCURE ADDITIONAL KITS WORKSTATION $ - $ 2,000.00 $ - $ 3,000.00 $ 5,000.00 PROCURE ADDITIONAL KITS WORKSTATION 1 $ 2,000.00 $ 2,000.00 INSTALL KITS WORKSTATION 1 $ 3,000.00 $ 3,000.00
11.b
April 22, 2024
Packet Pg. 486